Boundary Layer under Oscillatory Wave
Joint Authors
Tanaka, Hitoshi
Adityawan, Mohammad Bagus
Source
Issue
Vol. 2011, Issue 2011 (31 Dec. 2011), pp.1-8, 8 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2011-08-18
Country of Publication
Egypt
No. of Pages
8
Main Subjects
Abstract EN
Turbulence due to wave motion and propagation is a very important aspect in sediment transport modeling.
The boundary layer characteristic during the process will highly influence the sediment transport mechanism at the bottom.
1D model approach has been widely used to assess the turbulent boundary layer.
However, the need for a more detailed model leads to the development of a more sophisticated models.
This study presents a 2D turbulent model using k-ω equation to approach the turbulent boundary layer characteristic in oscillatory wave.
The equations are solved using finite-difference center scheme.
The model is applied to the case of oscillatory sinusoidal and skew wave.
The velocity profile and bed stress were compared to those obtained from wind channel experimental data and 1D k-ω model from previous study.
American Psychological Association (APA)
Adityawan, Mohammad Bagus& Tanaka, Hitoshi. 2011. Boundary Layer under Oscillatory Wave. ISRN Applied Mathematics،Vol. 2011, no. 2011, pp.1-8.
https://search.emarefa.net/detail/BIM-500163
Modern Language Association (MLA)
Adityawan, Mohammad Bagus& Tanaka, Hitoshi. Boundary Layer under Oscillatory Wave. ISRN Applied Mathematics No. 2011 (2011), pp.1-8.
https://search.emarefa.net/detail/BIM-500163
American Medical Association (AMA)
Adityawan, Mohammad Bagus& Tanaka, Hitoshi. Boundary Layer under Oscillatory Wave. ISRN Applied Mathematics. 2011. Vol. 2011, no. 2011, pp.1-8.
https://search.emarefa.net/detail/BIM-500163
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-500163